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    Stability Analysis of Bay Bridge Saddle Configuration

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 012
    Author:
    Sanjay Govindjee
    DOI: 10.1061/(ASCE)ST.1943-541X.0000245
    Publisher: American Society of Civil Engineers
    Abstract: In this brief note, we present the results of a full finite deformation analysis of a system similar to the Oakland-San Francisco Bay Bridge saddle repair system. The dimensions used are for illustration purposes but are intended to be in the range of those associated with the real system. The saddle system is seen to be unstable as designed. With a small modification the system can be made stable (self-centering).
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      Stability Analysis of Bay Bridge Saddle Configuration

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    http://yetl.yabesh.ir/yetl1/handle/yetl/68137
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    contributor authorSanjay Govindjee
    date accessioned2017-05-08T21:59:10Z
    date available2017-05-08T21:59:10Z
    date copyrightDecember 2010
    date issued2010
    identifier other%28asce%29st%2E1943-541x%2E0000284.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68137
    description abstractIn this brief note, we present the results of a full finite deformation analysis of a system similar to the Oakland-San Francisco Bay Bridge saddle repair system. The dimensions used are for illustration purposes but are intended to be in the range of those associated with the real system. The saddle system is seen to be unstable as designed. With a small modification the system can be made stable (self-centering).
    publisherAmerican Society of Civil Engineers
    titleStability Analysis of Bay Bridge Saddle Configuration
    typeJournal Paper
    journal volume136
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000245
    treeJournal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 012
    contenttypeFulltext
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